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HomeMy WebLinkAbout0120 ACORN DRIVE - Health .10 Acarn Drive Osterville / A= 144001 C _ v 0 TOWN OF BARNSTABLE LbCATION /„L 0 11 C SEWAGE # D 6 19 y Q AIL''-AGE ASSESSOR'S MAP & LOT4PA, 7 qv-.o INSTALLER'S NAME&PHONE NO. P/a 7-r a., . yay SEPTIC TANK CAPACITY � w LEACHING FACILITY: (type) ti-FJ Z T&,-rdl2.s (size) 1,2- 7 NO.OF BEDROOMS BUILDER OR OWNER PERMIT DATE: '.X-l a COMPLIANCE DATE: 21 Lo Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 5 i I '�Cvrr Dr. No. { Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye L/ s PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication for Di!6posW *patent Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 1-c;, scxwpZ D((Z 11 Owner's Name,Address and Tel.No. Assessor's Map/Parcel 6910 " lu IZ C--� QX_Gf­� D(L. 144 aoi Installer's Name,Address,and Tel.No. Ph5 T' Z—r. 'jDc c-Av�i esigner's Name,Address and Tel.No. I,0 sC>,a 1Z3`�k T:Crnx�- lifl'L76 1Z 5cOT, - S;Q-1B SC> - ,-t?-- 5313 Type of Building: Dwelling No. of Bedrooms Lot Size 1Z_,374v-sq.ft. Garbage Grinder( ) Other Type of Building 5,4Z.m No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 3 o gallons per day. Calculated daily flow :33-0 gallons. /f Plan Date 3-11- O Number of sheets Revision Date Title Size of Septic Tank /S 00 Q / Type of S.A.S. Ua a,S F 1 L_ma.&-T_aTZJ% Description of Soil! i P- A -( °' ' 2`l 1 t 9 '2.4 t 1 L a i l C ) y gi i i 131E u P- Z r A" - ZAP'' B _ - Nature of Repairs or Alterations(Answer when applicable) fLZ9LRCZ rP 1 LED C.Ek"Pt5c,11-5: Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisi of Title 5 the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been ss t s B d of Health. Signed A.Sdoaro Date IS-OP Application Approved by Date Application Disapproved or the following r as ns Permit No. — ff al Date Issued No. Fee l�o� 1� 1 Entered in computer: .\ THE COMMONWEALTH OF MASSACHUSETTS 1. r Ye r PUBLIC HEALTH"bivisiON - TOWN OF BARNSTABLE., MASSACHUSETTS application for Migpogar *pgtem Congtruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components 12o Rc� 0 Mlt;,eU . , +AL(3�-T Location Address or Lot No. 2, Owner's Name,Address and Tel.No. Assessor's Map/Parcel I Lj L l'L� {�1\ _ Installer's Name,Address,and Tel.No.:PASTC�ttti 'Ctc r—MvMn Designer's Name,Address and Tel.No.C►�V t�tl'QaNG P.o - Q c� 1 z.-B-t 'F cRzrsi-o,A r� �z w cr zc�ss.-,�.A 1= 5�� - S/ZI?S-g3a-o 50t,- y??- S 313 Type of Building: '"Dwelling No. of Bedrooms Lot Size I-L,37w sq.ft. Garbage Grinder( ) Other Type of Building 3tNz,t� FylM. No. of Persons Showers ✓yp g ( ) Cafeteria( j Other Fixtures f } Design Flow 3 3O gallons per day. Calculated daily flow O af�ons. g g P Y• Y �� g ;: Plan Date 3-I1- O<o Number of sheets Z. Revision Date Title r Size of Septic Tank /Soo !R I Type of S.A.S. I Cc iA_�w i crmXTO-R-S i I ,� - 11 rt t1 11 . 11 Description of Soil:7P 1 A O Z`'I {3 '2`i ` Z$ C✓ `"�$ 13 8 . ' ►P- Z A o '' - -Z-y B - z - Z9) G S0 - 13` " { Nature of Repairs or Alterations(Answer when applicable) R6Pt ar:G_� r t i E CES Date last inspected: `t Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provis�on�s of itle,��f the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been/issu •'y t�is Board of Health. Signekj R,,9>4 (L1b Date 3 Application Approved by T Date, �/'� /.)(� Application Disapproved for the following ons v a J Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded(k`) Abandoned( )by h4S7012.b 1ZVr—A V Ass71 ZIT" at I-LO ACA(Z QD_ 1L_L li n constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated InstallerPA'%70-( .P) I,=�c c.AVAT 107S) Designer The issuance of this pe ' it shall not be construed as a guarantee that the s t /if,1 f�nction as designe .- Date �� a��'� Inspector em I No. � �! s ---------- ---------_—._�.,..-- —Fee_ THE COMMONWEALTH OF MASSACHUSETTS 4"00 PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS MigpOga1 *pgtem Congtruction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at_�ZC7 A C7ROy O2• 0S-rr4 .\j1 L and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Con u lion yet be ompleted within three years of the date of this emit. � / t Date:_.- t --,��� Approved by r 9/t M3 <. Notice: 'mitts Form Is To Be Used For the Repair Of Failed Septic Systems Only PERCGLAI1ON TEST AND SOIL EVALUATION EXEMPTION FORM �7in J-2-e ,hmby certify that the engineered,pima sated by t slated 3 1 0,,16 concerti ft the property located at R-d ACO-,�—A v e meets g of the following criteria: S This fa led system is connected to a residebtial dwelling only. Therc arc no comzMcial or businew uses assoei with the dwelling. O The soil is classified as CLASS I and the pvmolati.on rate is less thanor equal to S minutes per inch. The applicant may use historical data to conclude this fact or may conduct deep test holes and percolation testa at the site without a health agent present. A nere is no increase in flow and/or change in use proposed "Mem are no variances requested or needed. a The bottom of the proposed leaching facility gill be located no less than five feet above the maximum adjusted groundwater table elevation. (Adjust the groundwater table using the Frimptor method whm applicable) Please complete the foHow►ing: A) 'Top of Ground Surface Elevation(using GIS information) +6 E.) G.W. Elevation 16 *adj ustmnt for high f3,W.Z -�� �[Z� DWFMLENCE BETWEEN A and 13 GZ r SIGNt D : BATE: _ 11 O L NOTICE Eased upon the above information, a repair permit will be issued for_ bedroomsmaximum. No additional bedrooms are authorized in the futize without en—&eered septic system plans. .\4 H A� COMMONWEALTH OF MASSACHUSET'T3 (. ' EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, KA 02108 617402-66®t1., MITT BOlQ1EY EU2N R0Y E8 0orsrms . KERRY ti&JZY ZDWARII P.ItUNC'E Iisuwlsarse G�wrixur . Aetlag Commbde>sn MODIFIED CERTIFICATION FOR.GNMRAL USE Pursuant to Title 5,310 CUR 1.5.000 Name and Address of Applicant: Infiltrator Systems,Inc. F.O.Box 76E . d Business Park Road , Old Saybrook,CT 06475 Trade name of technology and model: High Capacity Chamber,Standard Charnber,.Infil ztor 3050' }' (Storm Tech SC-740)and Equalizer 24 and 3-6 (hereinafter the"System"). . �. Transmittal Number: W023699 Date of Issuance: February 21,2003 Date of Expiration: Febivaty 21,2005 Authority for Issuance. Pursuant to Title. .5 of the 'State Environmental Code, 310 CUR 15.000, the Department of Environmental Protection hereby issues this Certification to: MItrater Systems,Iric.,P.O..Box 769, 6 Business Park Road,Old Saybrook,CT 06475 (hereinafter"file Company"),for General Use of the System des6ribed herein. Sale and use of the System are conditioned on and subject to.compliance by the Company and,the System owner with the teams and conditions set forth below. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310.CMR 15.000. Glenn Haas,Director Date Division of Watershed Management Department of Environmental Protection This bfwe*A IS evade In shersala fernew Cad Apret McCabe,ADA CewCular a114i19-0(0111.T®G&swiss-I-SW &I M7. oEP an ft wale Wide Web: hd ,Mrww.mm40Wdpo Pnnw an RegAiee Per 4 f Infiltrator Modified Certification for General Use . Page 2 of 8 " I. Purpose. 1. The purpose of this Certification is to allow use of the System,in.'assachusetts, on a General Use basis. 2. With the necessary permits and approvals required by 3.10 CMR 1 S.000, this Certification authorizes the use of the System in Massachusetts. 3. ..The System may be installed on all facilities where a system in compliance with 310 CMR 15.000 exists on site or could be built and for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the'local approving authority, or by DEP if DEP approval is required by 310 CMR 15.000. Il. Design Standards 1. The rnodels listed below are covered under this Certification'. Dimensions Invert Model W x L x H Height Inches Inches Equalizer 24 15 x 100 x 11 6 R ualizer 36 22 x 100 x 13.5 6 Standard Chamber 34 x 75 x 12 6.5 Infiltrator 3050 or 51 x 85.4 x 30 24 StormTech SC-740 High Cgac&Chamber 34 x 75 x 1b Lad :.2. The System is an open-bottom leaching unit molded fr= tolyolefin resin. It can be.installed without aggregate or distribution pipe as an absorption trench'in accordance with the requirements in 310 CMR 15.251. 3. The use of aggregate as specified in 310 CMR 15.247 is not necessary with the System when installed as a trench,bed or field. 4. The minimum. separation between any two trenches shall be as specified in 310 CMR 15.251. . 5: For new construction, the applicant can size the System in a trench configuration without aggregate, using the effective leaching areas presented in the following table. No System shall be designed and constructed,with a soil absorption system area of less than 400 square feet. I _ Infiltrator Modified Certification for General Use Page 3 of g Effective "Effective Model Leaching' Leachine Area -Area SF/LF SF/LF E ualizer 24 3.75 NA E ualizer 36 4.73 NA Standard Chamber 6.53 NA In�Itrator 3050 or NA 8.2 StormTech SC-740 Fii Capacity Chamber 7.79 NA I. Effective leaching area is equal to 1.67 times the bottom width plus two x invert. 2. Effective leaching aiea is equal to 1.0 times the bottom width plus two x invert. 6. Systems shall be sized in accordance with the following table .for -new construction in DEP designated nitrogen limited areas as defined in 310 CMR 15.214 and 15.215. The effective leaching area, as shown in the following table,. shall be used for any System.installed in a 'Department designated Nitrogen Sensitive Area or for any System that is installed for new construction where a private drinking water supply well is proposed to serve the facility, as defined in, 310 CMR 15.214(2)and for which a variance to the minimum setback distance of. 100 feet has been granted. Effective F1 Model Leaching Area SFOLF ualizer 24 2.3 ualizer 36 2.8 Standard Chamber 4.0 s Infiltrator 3050 and 8.2 Storm Tech SC-740 I3i C aci Chamber 4.5 I... Effective leaching area is equal to 10 times the bottom width plus two x invert. 7. Systems installed on remedial sites shall be allowed to utilize the effective • leaching areas presented in item 5 above or additional, reductions in soil absorption leaching area approved by the approving authority in accordance with 310 CMR 15.284. In no instance shall the reduction in the soil absorption system required in 310 CMR 15.242 exceed the maximum reduction allowed for- alternative systems approved in accordance with 310 CMR 15.284. The effective leaching areas presented in item 6 above shall be used for remedial sites located in Infiltrator Modiflsd Certification for General Use Page 4 of 8 Department designated Zone Il or IWPA when the'facility is to be brought into full compliance in accordance with 310 CMR 15.404. 8. In accordance with 310 CMR 15.240 (6) absorption trenches should be used whenever possible. When the,System is installed for new construction without aggregate in a bed or field configuration, as defined in 310 CMR 15.252, the System shall be designed using the effective leaching area for the bottom width presented i n t he following t able. C hambers s hall b e s paced a minimum of.six inches apart(edge-to-edge) when used in a bed configuration. No system shall be ' designed and constructed with a leaching area of less than 400 square feet. The effective 1 eaching a rea s hail o my b e e qual t o t he bottom width for any System installed in a Department designated Nitrogen Sensitive area or for any System that is installed for new construction where a private drinking water supply well is. proposed to serve the facility, as defined in 310 CMR 15.214 (2) and for which a variance to the minimum setback distance of 100 feet has been granted. Effective Model Leaclungo Area SF/LF Equalizer 24 2.08 E ualizer 36 3.05 Standard Chamber 4.72 Infiltrator 3050 or 4.25 StormTech SC-740 I$i C acity Chamber 4.72 1. ;Effective Leaching area is equal to 1.67 times bottom width only. 2. Effective leaching area for Infiltrator 3050 or StormTech SC-740 is equal to 1.0 tunes the bottom width 91 The System, when.installed in a bed or field configuration without aggregate on remedial sites, shall utilize the effective leaching areas presented in iteM 8 above or additional reductions in soil absorption system area approved by the approving authority in accordance.with 310 CMR 15.284. In no instance shall the reduction in the soil absorption system area required in 310 CMR 15.242 exceed the.. maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15.284. 10, The System, when installed as specified in 310 CMR 15.253: Pits, Galleries, or Chambers, shall have an aggregate base and/or be surrounded by aggregate and shall be sized as specified in 310 CMR 15.253 (1)(a)and (b). Effective depth can be increased up to two feet with the corresponding addition of up to 14 inches of base aggregate. Bottom width can be increased by two to eight SF/LF with the corresponding addition of one to four feet of aggregate per side. f laMtrator Modified Certification for General Use Page 5 of!l 11. The requirement that Chambers installed.in trench configuration as specified in 310 t^N1R 15.253(6) be provided with inlets at intervals not to exceed 20 feet is not applicable to the System. M. General Conditions 1. The provisions of 310 CM R 15.000 are applicable to the use of the System,except those that specifically have been varied by the terms of this Certification. 2. The facility served by the System, and the System itself, shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. 3. In accordance with applicable law, the Department and the local approving authority may require the owner of the System to cease use of the System and/or to hake any other action as it deems necessary to protect public,health, safety, welfare or the environment. 4. The Department has not determined that the performance of the System will provide a level of protection to the environment that is at least equivalent to that of a sewer. Accordingly,no new System shall be constructed, and no System shall . be upgraded or expanded, if it'is feasible to connect the facility to a,sanitary sewer,unless allowed pursuant to 310 CUR 15.004. S. Design, installation and use of the System shall be in strict conformance with the . Company's DEP approved plus and specifications and 310 CMR 15.000, subject *this Certification. IV. Conditions Applicable to the System Owner 1. The System is approved for the treatment and disposal of sanitary sewage only. Any wastes that are non7sanitary sewage generated or used at the facility served by the System shall not be introduced into the on-site sewage disposal system and shall be lawfully disposed of. 2. For new construction, the owner initially shall size as oil absorption system in accordance with 310 C1MR 15.242 to demonstrate that a conventional Title S soil adsorption system using aggregate, including a reserve area, can be installed on' the site. The owner may than size the soil absorption system for the System. The total area required for the aggregate system, which may include the area designated for the System, and-a reserve area shall be preserved and the owner shall a nsure t hat n o p ermanent s tructures o r other structures are constructed on that area and that the area: is not disturbed in any manner that will render it unusable for future installation of a conventional Title 5 soil absorption system. n Iafiltrator Modified Certification for General Use Page b of 8 3. The owner of the System shall at all times properly`operate and maintain the on- site sewage disposal system. 4. The owner.shall furnish the Department any inform4t on that .the Department requests regarding the operation and performance of the System,within 21 days of. the date of receipt of that request. 5. No owner shall authorize or allow the installation of.the.System other than by a. person trained by the Company to install the System. V. Ci6ndltions Applicable to the Company, 1: By.January 31st of each year, the Company shall submit to the Department a report, signed by a corporate officer, general partner, or Company owner that contains information on the System for the previous calendar year. The report shall state known failures, malfunctions; and corrective actions taken for the , System as well as the date and address of each'event. 21 The Company shall notify the Department's Director of Watershed Permitting at least 30 days in advance of any proposed transfer of ownership of the technology, for.which this Certification is issued. Said notification shall include the name and address of the proposed new owner and a written agreement between the existing and proposed new owner containing a specific date for transfer of ownership, responsibility, coverage; and liability between them. AU provisions of this Certification applicable to the Company shall be applicable to successors and assigns of the Company,unless the Department determines otherwise. 3. The Company shall furnish the Department any information that the Deponent requests regarding the System, witlsin 21 days of the date of receipt of that request: 4.. Prior to any sale of the System, the Company shall provide the purchaser with a copy of this Certification, In any contract for distribution or sale of the System, the Company shall require the distributor or seller to provide the purchaser of the System,prior to any sale of the System, with a copy of this Certification. 5. If the Company wishes to continue this Certification after its expiration date, the Company shall apply for and obtain a renewal of this Certification. The Company shall.submit a renewal application at least ISO days befare the expiration date of this Certification, unless written permission for a later date has been granted by the Department. 6. The Company shall prepare an installation manual specifically detailing procedures for installation of its System. The Company shall institute and maintain a training program in the proper installation of its System in accordance with the manual and provide a training course at least annually for prospective S Infiltrator Modified Certification for General Use Page 7 of 8 installers. The Company shall certify that installs have passed the Company's training qualifications,maintain a list of certified installers, submit a copy to the Department, and update the list annually. Updated lists shall be forwarded to the Department. 7. Thy Company shall not sell the System to installers unless they in trained to _ install these Systems by the Company. , VI. Conditions Applicable to Installers of the System I• Each Installer shall install the System in accordance with Company trairag on the installation of the System and the conditions.of this Certification. 2. No Installer shall install the System unless the Installer has been trained by the Company on installation of the System. VII. Reporting 1. All submittals of notices and documents to the Department rNuind diis Certification shall be submitted to: .by Director Watershed Permitting Prograhri Department of Environmental Protection One Winter Street-6th floor Boston,Massachusetts 02108 M. Rights of the Department The Department may suspend, modify or revoke this Certifioation for cause, including, but not limited to, non-compliance with the terms of this Certification, non-payment of an annual compliance assurance fee, for- obtaining the. Certification by misrepresentation or failure to disclose fully all relevant facts or any change in or,discovery of conditions that would constitute grounds for discontinuance o f t he C ertification,o r a s n acessary for t be p rotection o f p ublic health, safety, welfare`or the environment, and as authorized by applicable law. The Department reserves its rights to take any enforcement action authorized by law with respect to this Certification, the System, the owner, or operator of the System and the Company. IX. Expiration Date 1. Notwithstanding the expiration date of this Certification any S Y Yste M installed r prior to the expiration date of this Certification, and approved, installed and maintained in compliance with this Certification (as it may be-modified) and 310 Infiltrator Modred Certification for General Use Y Page 8 of 8 CUR 15.000, may remain in use unless the Department, the local approving authority, or a court requires the System to be modified or removed, or requires discharges to the System to cease._ W 033699 M1.Redwmd Sia w.2003SHC a r f r. Town of Barnstable Replatory Servka Tboeas V,GMer,Dirwar Publk Health Divides Tbomm McKean,Director .-_...�__ MseV suvok MyaoRis MA owl tWWC SOS-M-4644 Fan: SO11-7W6301 Sower perailttt v W` ru 4 A88NfrBO MovkPare!!— -,� ff,�V ez� V>�� gwr: tzrr �- I®�tt8ler: Asldreeas: --u'� Cam, v r C—U i. 4 Addrees: f-G ' LN o ZooCott '�" ass issued a i�rts>�oo; l s (ate) (�natallatz) : septic system,at 12v A ,�•. Ve 0\,L based on s�desi/m drawn by d s S -_.__n (designer) 2L I certify that the septic: system referenced above was installed substualally &caned' to the design, which may include mirror approved chances such as 1 reioca*m ®ftAe dastr:bution box and(or septic tartk. I crratfy that the septic system referenced above was installed with major chores (i.e. grAatet than l 0' lateral relocation of the SAS of any Vertical reeiorataota o any C®enportsnt of the septic system) but in accordow with State dt Local ltegulati m. Man revision or certified as-built by desigper to follow. N Of,k4 PETER T. (InaWler's Signteme) McrN7EE cw►L No 35109 --Designer's Sigrtsture) (Aftlx Mai ere) IF, of SK�t�l�dtdti� d46�►. .Z.air t,e® >a��motet t �ox� �nr ay�t.mr cAtm o�srenren 1tY � ®l1W�T is.tt��Ah1C etlt�t�®d�°L� �4ixY 1tt�.l. e ��-ss��c.resipar CertiAsas�Fx,n a-Ze•Os.�x - .. 4 V L �zO TOWN OF BARNSTABLE LOCATIO � 'o2 ecQn, SEWAGE # VILLAGE L ASSESSOR'S MAP St LOT _ i INSTALLER'S NAME & PHONE NO�T6. T3c>ry a(cc-L y9S� SEPTIC TANK CAPACITY `C40 0 Gva/ L_ LEACHING FACILITY:(type) (size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER L,--' BUILDER OR OWNER —tz.M DATE PERMIT ISSUED: DATE COLIPLIANCE ISSUED: VARIANCE GRANTED: Yes No e� O 3 13-3 -5'0 u �► LEGEND mood V-1 O 1 9s PROPOSED CONTOUR `� s4 } roc aC. 490 @2. F991 PROPOSED SPOT GRADE EXISTING CONTOUR o yo r o * ,� ;� 1d '• ; �' � ''�2 he ti c�°, r9 3 � 9'�i ti � EXISTING SPOT GRADE s,�'y � ,,• � t t } ,, � ice. ,� � TEST PIT l W EXISTING WATER SERVICE U) ooc�r ., EXl-5T'N6 c �.s' 102 a t - O.H. W. EXISTING OVERHEAD WIRE TO.BE Pl1AAPED,COL�Ahx3ED o _ o 4� Id54°20"E 4 FiuED WCftt t, ' t t:, `' = ao,� s LOCUS o� g� ` e —G— EXISTING GAS SERVICE ti O EXISTING TREE R a V�Az ` 1 `t ' ` '� , , % ' t V-103 x V-102 WETLAND FLAG Bob wn;te �, `E �, 1 t % 11 `��, e 4 �- LOCUS MAP N.T.S. 0 e '� BEA>�CHMAR�c� a AL ,.A T0P�rCO3NCCF(E Bpy�A�CT \ ' cC` V' / �V/UIJVc I{.If4L/Jy� Rf�+YQL�n1s. •\� ©� i r ,1. .,,,s......`._.�........... '+.Y *� 4 '�% '4 •�� •'' ' EL..� �r9.J✓i�4'/II /•'4 \ PROP. 1 Q' SIK I 11 �; ` '� ; GENERAL NOTES: t t i O O 1. ALL CHANCES TO THIS PLAN MUST BE APPROVED BY THE LOCAL . _ J DECK �____ f ' is ,� V—104 BOARD OF HEALTH AND THE DESIGN ENGINEER- G mil. % t ' �•y ' 2. ALL WORK.AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR i i .ti w,, TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE HIV NO. 12 } }k lw ; i 7, DESIGN ENGINEER- i s-nr. wv. , , b ; r I 3 i ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING (71 •— T.O.F. 100. % Ln ; t i ; ' � ' V—I054 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN Q f ; Q ; i } 4} ` ENGINEER BEFORE CONSTRUCTION CONTINUES. t } % t ` j 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. it }� i I 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION- t } 7. WATER SUPPLY PROVIDED BY TOWN WATER. IT, /q nJ I�� .-QO ai k % t i 8. THERE ARE NO ABUTTING WELLS LOCATED WITHIN 150' OF THE S.A.S. } } 1 ti }_ } 1 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED 14 1.2.376-5F j TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. fi3_1 — _ _ r cr } i ab I 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY r -r__--i---- ___ T7 f/ , i 1i i - 't ! Q THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING L____l--_-L- L----1 -1+ £ 4 + ; �gTp� T -- t t CONSTRUCTION. r----r---- ----r----� i 1 y 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS �---- -----�—'—=i----� 1 } i IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. r— r-----r ----r-- �r----� --- /f/' I w j I} AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). 1, � ----� 1 TP-2 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY ?5. `�" —" l� gy k AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. S tea^•", �9�� _•.... � � , `} .� , � AIQS ` W .. ... �.... _...__ _ 5 °55'I Or91V _. .._ _... o !_.r PETER T. ✓� _ PROPOSED SEPTIC SYSTEM UPGRADE MCENTEE VIL �.,. ---_._- - - -=— _ - "'- �- �'- NoCI35109 120 ACORN DRIVE, OSTERVILLE, MA WETLAND DELINEATION ® t �FGlSrtE��© �� Prepored for: Albert, Meyer, 120 Acorn Drive, Osterville, MA VACCARO Environmental Consulting ACORNA' DRI Y(`/E FBI N Engineering by: Surveying by: SCALE DRAWN JOB. No. P.O. Box 955 / E><tgineering�ork4 GOOD SUIIVEY GROUP 1"=20' P.T.M. 117-06 Sandwich, `MA 02563 (40' WIDE) (`\9 ( 12 West Crossfield Rood P.O. Box 1724 DATE (508) 888-5855 _ i l�\6� Forestdole, MA 02644 Moshpee, MA 02649 CHECKED SHEET NO. (508) 477-5313 (508) 539-7799 3/1,1/06 P.T.M. 1 of 2 VENT ELEV.LEV. TOP ' FOUNDATION I FINISH GRADE: 96-98t (Existing) F.G. EL.99.2t F.G. EL.99.4t I F.G. EL.97.0t =100.13t ' MAINTAIN 2% MIN SLOPE OVER LEACHING AREA e' e NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.92.33 L = 13' FOR A DISTANCE OF 15' AROUND THE e L = 73' L =5, PERIMETER OF THE S.A.S. 4" SCH 40 PVC 4" SCH 40 PVC 4" SCH 40 PVC S= 2% (MIN.) _F=4_J 10" 14" ® S= 1% (MIN.) 6, ® S= H (MIN.) 6" Tf"W48" LIQUID DE LEVEL rINV.EL=97.09 GAS INV.ELEV.=92.00 r 4 ROWS OF' 4 UNITS AT, 6.25'/UNIT = 25.00' BAFFLE D-BOX INV. EL.=92.47 INV. EL.=92.30 INV.EL=97.34 SOIL ABSORPTION SYSTEM (PROFILE) PROPOSED 1500 GALLON SEPTIC TANK N s TIE IN TO SEWER PROPOSED SEPTIC TANK SHALL BE AN NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING ESTABLISH VEGETATIVE COVER OUTSIDE HOUSE ENVIROPLUS RIBBED POLYETHYLENE OR PIPE INVERTS PRIOR TO CONSTRUCTION. INV.=97.60t EQUAL. 2) SEPTIC TANK AND D-BOX SHALL BE SET LEVEL B CKFILLIVE I PTH ER E N S ND AND TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). .. .... . .:. ..... . 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BREAKOUT ELEV:-92.33 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. BOTTOM ELEV.=91.42 M OF r0.5 2.8' 0.5 11 3-5" DIA. INLETS 5-5" DIA. OUTLETS SEPTIC SYSTEM PROFILE 5 T.P. EXCAVN. OATION OR VE O G.W. EFFECTIVE WIDTH=12.7' 5-06TLETs USE 4 ROW OF 4-STANDARD INFILTRATOR CHAMBERS EXISTING SUITABLE MATERIAL 3" N.T.S. HIGH G.W. EL: 90.1 WITH 6" SEPARATION BETWEEN EACH ROW & NO STONE 5-INLETS 155• �� ` �� 1e 1�a• SOIL ABSORPTION SYSTEM (.SECTION) N.L& 30' 2" FILL SIDE KNOCK-OUTS Top View Section WITH MORTAR DESIGN CRITERIA � °f Mgssq�y D—BOX SOIL LOG NUMBER OF BEDROOMS: 3 BEDROOMS o PETER T. A ENTE SOIL TEXTURAL CLASS: CLASS I Mc CIVIL VIL L� No. 120 DATE: MARC.H 10, 2006 DESIGN PERCOLATION RATE: <5 MIN/IN No. 35109 STM 1 �. SOIL EVALUATOR: PETER T. MCENTEE P.E. DAILY FLOW: 330 G.P.D. O FG/SZE��� T.U.F.l��I00. 13 WITNESS: NO WITNESS-CLASS 1 SOILS DESIGN FLOW: 330 G.P.D. (MIN REQ`D) F,tSI GARBAGE GRINDER: NO 0 0 0 0 0 0 0 0 0 0 0 0 0 o TP— 1 Depth Elev Depth. TP-2 pe� PROPOSED SEPTIC TANK: 1500 GAL. CAPACITY 00000000 0000000o Elev, 1 I „ I ���,.� 9&0 0" 96.5 0" LEACHING AREA REQUIRED: (330) = 445.9 S.F. 2g f�— —�i FILL FILL 74 96.0 r 24" 94.5 24" Closed End Plate Open End Plate A SANDY LOAM A SANDY LOAM USE 4 ROWS OF 4 STANDARD INFILTRATOR UNITS WITH NO STONE N No 10YR 3/3 10YR 3/3 FOR AN S.A.S. HAVING THE DIMENSIONS: 12.7' x 25.0', 95.7 B 28'• 94.2 B 28.. SIDEWALL AREA: NOT APPLICABLE SANDY LOAM SANDY LOAM BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.72 SF/LF OF INFILTRATOR) Z 10 fR 5/8 10YR 5/8 72" --- -----T--__ r__--� 16 UNITS x 6.25 LF x 4.72 SF/LF = 472.0 SF 94.0 48" 92.3 5U„ C { C DESIGN FLOW PROVIDED: 0.74(472.0 S.F.) = 349.3 G.P.D. -��-- — 75" �---345TA_ s J 1 �.25" �____;=_--_T_=-_�__-_, PROPOSED SEPTIC SYSTEM UPGRADE . ----1_+-_ L-_ -� MED. SAND MED. SAND Side View End View -- I 2.5Y 6/4 2.5Y 6/4 120 ACORN DRIVE, OSTERVI LLE, MA STANDARD INFILTRATORS, H-10 LOADING 25' ��I Prepared for: Albert Meyer, 120 Acorn Drive, Osterville, MA 88.5 138" 85.0 138" Engineering by: Surveying by: SCALE DRAWN JOB. NO. INFILTRATOR CHAMBERS S.A.S. LAYOUT NO GROUNDWATER OBSERVED Engineering HOOD SURVEY GROUP N.T.S. P.T.M. 117-06 N.T.S. PERC RATE <2 MIN/IN. ("C" HORIZON) 12 West Crossfield Road P.O. Box 1724 Forestdale, MA 02644 Mashpee, MA 02649 DATE CHECKED SHEET NO. (508) 477-5313 (508) 539-7799 3/11/06 P.T.M. 2 of 2